Table (5): Comparison between experimental capacity and analytical capacity by ACI-318 and BS-8110 of tested slab with different codes.

Group Specimens Specimens Code Type of Concrete Heating
Temp (°C).
Eccentricity(e\t) Flexure Reinforcement Ratio% Ultimate Load (PTest)
(kN)
PACI-318 (kN) PBS8110 (kN) PTest / PACI-318 PTest / PBS-8110
G1 S1 NACH N Non No 0.70% 462 279.5 316.5 1.65 1.46
S2 NAEH N Non 0.5 0.70% 382 157.2 237.0 2.43 1.61
S5 NACU N Non No 0.40% 383 279.5 251.2 1.37 1.52
G2 S3 NFCH N 500° No 0.70% 444 253.1 281.0 1.75 1.58
S4 NFEH N 500° 0.5 0.70% 298.7 142.4 210.4 2.1 1.42
G3 S6 LACH L Non No 0.70% 430 209.6 253.2 2.05 1.7
S7 LAEH L Non 0.5 0.70% 367 117.9 189.6 3.11 1.94
S11 LACU L Non No 0.40% 343 209.6 200.9 1.64 1.71
G4 S8 LFCH L 500° No 0.70% 332 204.3 253.2 1.63 1.31
S9 LFEH L 500° 0.5 0.70% 238 114.9 189.6 2.07 1.26
S10 LFCU L 500° No 0.40% 278 204.3 200.9 1.36 1.38